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(2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER 0 24' O.C. <br />BRACE W/ (3) 12d 0 EA. SECURED W/ SIMPSON H1 OA <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />2x SUB -BAND <br />0'-0' TO 30'-0' (1)'X' BRACE <br />30'-1' TO 60'-0 (3)'X' BRACE <br />(1)'X' BRACE 0 CENTER PRE-ENG GABLE TRUSS 71 <br />(2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL <br />FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />'ROOF/WALUFLOOR <br />SHEATHING <br />\ <br />FASTENER SCHEDULE' <br />\ <br />SEE TYP. TRUSS CONNECTOR <br />\ <br />DETAIL FOR STRAPPING INFO. <br />1x2, 2x WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED W/(3)16d <br />ENGINEEREDWOOD <br />SIDE VIEW <br />GALV. COMMON NAILS. <br />TRUSSES ®24. O/C, <br />1x2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x4 RAT RUN <br />12' O/C <br />AND APPROVAL SECURED W/ (2) 12d's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />PRE-ENGINEERED <br />1 <br />W/ HIP RETURN SCALE:34'=1'-0' <br />�1 <br />VALLEY TRUSS CONNECTION <br />( G1 <br />Rf:AI F NTR <br />ow <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />Q <br />EJ <br />SVHDIV. ac LOT.il <br />SILVERADO <br />LOT #14 <br />BLK #18 <br />PROJECT <br />04128.002-14181 <br />MODEL <br />4EAB <br />"1672-ARIA" <br />GARAGE STaNG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />AUG <br />D TE 08/20/20 <br />SCALE: 1/4"=1'-0" <br />HE SET <br />S3.1C <br />